Wave Attenuation at the Mobile Stable Bermby Gregory L. Williams, (A.M.ASCE), U.S. Army Engineer Waterways, Experiement Station, Vicksburg, United States,
Cheryl Burke Pollock, (A.M.ASCE), U.S. Army Engineer Waterways, Experiement Station, Vicksburg, United States,
Document Type: Proceeding Paper
Part of: Ocean Wave Measurement and Analysis
Abstract: This paper describes work examining the ability of submerged berms to `filter' certain erosive wave energy while allowing accretionary type waves to pass unhindered. Analysis of wave data from the National Nearshore Berm Demonstration Project's Mobile Stable Berm shows that overall attenuation is greater for waves of increased steepness, H/L. Application of erosion/accretion criteria developed by Kraus, Larson and Kriebel (1991) and Zwamborn et al. (1970) quantifies the attenuation of these erosive, higher energy waves.
Subject Headings: Berms | Wave attenuation | Erosion | Submerging | Filters | Hydro power | Data analysis | Nearshore
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